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Embankment Deformations Due to Water Loads
A number of solutions are presented for the deformation and stresses within an embankment subjected to water loading. For a homogeneous embankment, the influence of water level, embankment slope and Poisson's ratio is investigated. The influence of a central core is also examined, and is found to be relatively small for the cases considered. It is further shown that the solutions for a homogeneous embankment may be used to estimate the movements within an embankment in which the modulus varies.
Embankment Deformations Due to Water Loads
A number of solutions are presented for the deformation and stresses within an embankment subjected to water loading. For a homogeneous embankment, the influence of water level, embankment slope and Poisson's ratio is investigated. The influence of a central core is also examined, and is found to be relatively small for the cases considered. It is further shown that the solutions for a homogeneous embankment may be used to estimate the movements within an embankment in which the modulus varies.
Embankment Deformations Due to Water Loads
J. R. Booker (author) / H. G. Poulos (author)
1973
40 pages
Report
No indication
English
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